WO2003000999A1 - Systeme d'egout a vide - Google Patents

Systeme d'egout a vide Download PDF

Info

Publication number
WO2003000999A1
WO2003000999A1 PCT/FI2002/000462 FI0200462W WO03000999A1 WO 2003000999 A1 WO2003000999 A1 WO 2003000999A1 FI 0200462 W FI0200462 W FI 0200462W WO 03000999 A1 WO03000999 A1 WO 03000999A1
Authority
WO
WIPO (PCT)
Prior art keywords
discharge valve
waste
valve
vacuum
sewer pipe
Prior art date
Application number
PCT/FI2002/000462
Other languages
English (en)
Inventor
Gunnar Lindroos
Original Assignee
Evac International Oy
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Evac International Oy filed Critical Evac International Oy
Priority to KR10-2003-7016615A priority Critical patent/KR20040020931A/ko
Priority to AT02780838T priority patent/ATE278847T1/de
Priority to DE60201536T priority patent/DE60201536T2/de
Priority to JP2003507369A priority patent/JP2004530819A/ja
Priority to EP02780838A priority patent/EP1397566B1/fr
Priority to US10/478,651 priority patent/US20040237183A1/en
Publication of WO2003000999A1 publication Critical patent/WO2003000999A1/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03D—WATER-CLOSETS OR URINALS WITH FLUSHING DEVICES; FLUSHING VALVES THEREFOR
    • E03D5/00—Special constructions of flushing devices, e.g. closed flushing system
    • E03D5/01—Special constructions of flushing devices, e.g. closed flushing system using flushing pumps
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
    • E03F1/006—Pneumatic sewage disposal systems; accessories specially adapted therefore

Definitions

  • the invention relates to a method for transporting waste material in a vacuum sewer system according to the preamble of claim 1.
  • the invention also relates to a vacuum sewer system.
  • An object of the invention is to provide a method by which the above- mentioned disadvantages are avoided and which makes it possible to transport the waste efficiently with simple means. The object is attained by a method according to the invention the main features of which are given in claim 1.
  • the basic idea of the invention is to determine the length of the flush sequence automatically according to the amount of waste, i.e. the size of waste batch or discrete waste slug to be transported, in which case the amount of air per flush sequence is constant.
  • the second discharge valve is closed after the waste batch has been transported through the first discharge valve, the flow, and thereby also the passage of air, via the first discharge valve is terminated.
  • the flow through the first discharge valve is accelerating in nature in which case the flow rate increases from the starting moment of the flow, in other words from the beginning of the waste batch, until the flow stops.
  • the so-called after-air subsequent to the waste batch accelerates the flow rate even more in proportion when the flow resistance is smaller.
  • the flow resistance is in direct proportion to the noise level.
  • the amount of after-air passing through the first discharge valve is optimized, particularly minimized, in which case the flow rates decrease, which lowers the noise level significantly.
  • the function of the flush or discharge sequence is pneumatically controlled with a control means by using vacuum prevailing in the vacuum sewer system.
  • the closing of the second discharge valve is preferably controlled in a way that with the control means, the connection of the vacuum to an auxiliary valve for opening thereof it is activated, so that a flow connection is formed between the waste batch passing location after the first discharge valve and the second discharge valve, in which case the auxiliary valve is closed after a predetermined time since the waste batch flow through the first discharge valve has stopped.
  • the control means advantageously activates also the connection of the vacuum to the first discharge valve for opening of the same, in which case the closing takes place after a predetermined time since the waste batch flow through the first discharge valve has stopped.
  • control means advantageously activates the connection of the vacuum to the rinse water valve for opening of the same, in which case the rinse water valve is closed after a predetermined time subsequent to the closing of the first discharge valve.
  • the control means can advantageously activate the connection of the vacuum to the said aeration valve for opening the same after a predetermined time subsequent to the opening of the first discharge valve for passing transport air into the sewer pipe, in which case the aeration valve is closed after a predetermined time subsequent to the opening of the second discharge valve.
  • the predetermined times related to the above-mentioned valves are advantageously controlled with the help of flow restrictors in connection with the control means and said valves.
  • the flow restrictors are advantageously nozzles, whereby by changing their dimensions, the desired time effect can be obtained.
  • an adjustable valve arrangement can be used.
  • the present invention further relates to a vacuum sewer system, the main features of which are given in claim 11. Preferred embodiments of the vacuum sewer system are given in claims 12 to 18.
  • the drawing represents a section of the vacuum sewer system which includes a source of waste, in this example a toilet unit 1 , a sewer pipe 2, which comprises a first section of the sewer pipe 21 and a second section of the sewer pipe 22, a first discharge valve 3 between the toilet unit 1 and the first section of the sewer pipe 21 as well as a second discharge valve 4 in the sewer pipe 2, i.e. between the first section of the sewer pipe 21 and the second section of the sewer pipe 22.
  • the second section of the sewer pipe 22 leads to a waste receiving space, not shown in the drawing.
  • the vacuum sewer system further includes a means for generating vacuum in the sewer pipe 2, which means has been represented only as a reference by an arrow 100.
  • a control system is connected to the toilet unit 1 which automatically controls the length of the toilet unit 1 flush cycle according to the amount of waste transported from the toilet bowl 11 to the sewer pipe 2.
  • the control system includes a control means 5, from which there is a flow connection, by means of tube means, to the second section of the sewer pipe 22, which is under a constant vacuum maintained in the vacuum sewer system.
  • the flow connection is arranged at a location 6 situated after the second discharge valve 4, i.e. on the waste receiving side of the second discharge valve 4.
  • a flow connection by means of a tube means is arranged from the control means 5 to the first discharge valve 3 and to a rinse water valve 10 of the toilet unit.
  • a pneumatic activator means 12 is connected to the control means 5 by means of the tube means forming the flow connection.
  • a first tube means 51 between the control means 5 and the second section of the sewer pipe 22 is joined to a second tube means 52 between the auxiliary valve 8 and the second discharge valve 4 by means of a first tube portion means 71 , in which a first flow restrictor 31 is arranged.
  • the first tube means 51 has a first non-return valve 41 and a second non-return valve 42 arranged on opposite sides of the connection location of the first tube portion means 71.
  • a second tube portion means 72 leading to valve 7, which branches off a third tube means 53 leading from the control means 5 to the auxiliary valve 8 is provided with a second flow restrictor 32.
  • a third flow restrictor 33 In the rinse water valve 10 there is arranged a third flow restrictor 33 and in the control means 5 there is arranged a fourth flow restrictor 34.
  • the above-mentioned flow restrictors 31 , 32, 33 and 34 are preferably nozzles in which case, by changing the dimensions of the nozzles, the desired effect can be provided.
  • the adjustable valve arrangement can be used.
  • the vacuum sewer system according to the example has the following operation principle.
  • the first discharge valve 3 When the toilet unit 1 is in state of rest the first discharge valve 3 is closed.
  • the aeration valve 7 and the auxiliary valve 8 connected to the first section 21 of the sewer pipe 2 are also closed.
  • the auxiliary valve 8 is a diaphragm valve, which in a closed-position shuts off the connection between the second tube means 52 and an eight tube means 58 and which correspondingly opens said connection when it is in an open-position.
  • the second discharge valve 4 is open because it is connected to the sewer pipe 2 (more exactly to the second section 22 of the sewer pipe 2, which is under the vacuum maintained in the vacuum system) through a connection formed by the first tube portion means 71 and the second tube means 52.
  • the intention is to flush the waste down to the sewer pipe 2 and the flush sequence is activated by affecting the pneumatic activator means 12.
  • This can preferably be for example a flush button in connection with a bellows system, which by pressing the flush button provides an air pulse through a fourth tube means 54 to the direction of the control means 5.
  • the air pulse created by the pneumatic activator means 12 is arranged to affect the control means 5 in such a way that the vacuum is connected from the sewer pipe 2 via the first tube means 51 to the first discharge valve 3 through a fifth tube means 55 connected thereto, in which case the first discharge valve opens up.
  • the vacuum is connected to the auxiliary valve 8 through the third tube means 53, to the rinse water valve 10 through a sixth tube means 56 and to the aeration valve 7 through the third tube means 53 and the second tube portion means 72, in which case the said three valves open up as well.
  • the aeration valve 7 is arranged to open with a predetermined delay under the influence of the second flow restrictor 32.
  • the ambient air pressure prevailing in the toilet bowl 11 pushes the waste in the bowl and rinse water into the sewer pipe 2 maintained under vacuum through the discharge valve 3.
  • the waste displaces or moves along intermittently and in the form of so-called waste batches or discrete waste slugs, which fill up the diameter of the sewer pipe completely. This also means that the waste slugs are followed by a pressure front higher than said underpressure.
  • a flow connection is arranged to the auxiliary valve 8 by means of the eight tube means 58.
  • the ambient air pressure is connected to the tube means 53, 72, 55 and 56 and it has an effect on the first discharge valve 3, the auxiliary valve 8, the aeration valve 7 and the rinse water valve 10, in which case the first discharge valve 3 and the auxiliary valve 8 close up almost immediately.
  • the aeration valve 7 and the rinse water valve 10 on the other hand stay open for a while because of the second flow restrictor 32 and the third flow restrictor 33 arranged therewith.
  • By extending the opening time of the rinse water valve 10 there is a water mirror provided in the toilet bowl 11 for the next flush cycle.
  • the auxiliary valve 8 has closed up, in other words it is in its closed-position, there is air discharging (to the direction of the vacuum affecting the second section of the sewer pipe 22) through the first flow restrictor 31 (via the connection created by the second tube means 52, the first tube portion means 71 and the first tube means 51), in which case the second discharge valve 4 opens up again under the vacuum directed thereto.
  • the aeration valve 7 is still open (under the influence of the second flow restrictor 32), in which case there is transport air further helping the transportation of the waste slug flowing into the first section of the sewer pipe 21 , whereby the waste is forced into the second section of the sewer pipe 22 and further into the waste receiving space.
  • the aeration valve 7 closes up after which the flush or discharge cycoe has been completed and the section of the vacuum sewer system in question has returned to the above-mentioned state of rest for a new flush or discharge period.
  • the first, second, third and fourth flow restrictors 31 , 32, 33 and 34 are preferably nozzles so that with the dimensions of the nozzles, the control of the vacuum sewer system can be affected as desired.
  • the opening time of the discharge valve 3 is adjusted with the fourth nozzle 34 of the control means 5. This control also affects the opening time of the rinse water valve 10, the auxiliary valve 8 and the aeration valve 7. A smaller nozzle extends the vacuum duration of action, in other words the opening time of said valves.
  • the feeding time and amount of the auxiliary transport air is controlled with the second nozzle 32, in which case a smaller nozzle adds to the feeding quantity of the transport air by keeping the aeration valve 7 open for a longer time.
  • the first nozzle 31 on the other hand has the following effect on the operation of the second discharge valve 4.
  • a smaller nozzle speeds up the closing up of the valve and therefore it is possible to influence the amount of air driven with the waste slug through the toilet bowl 11 of the toilet unit 1.
  • the amount of air conveyed to the sewer pipe 2 varies according to the quantity of the waste slug.
  • said air amount per flush cycle is always constant.
  • the level of the water mirror is adjusted in the toilet bowl 11 by means of the third nozzle 33 of the rinse water valve 10.
  • the total water amount is determined by interaction of the third 33 and the fourth nozzle 34 in which case smaller nozzle dimensions increase the amount of the fed rinsing water by prolonging the opening time of the valve.

Abstract

L'invention concerne un procédé pour le transport des eaux usées dans un système d'égout à vide, qui comprend une source d'eaux usées (1), une canalisation d'égout (2, 21, 22), une première soupape d'évacuation (3) entre la source (1) et la canalisation (1, 21), une seconde soupape d'évacuation (4) dans la canalisation (2), et enfin un espace et un système de réception des eaux usées (100) pour l'établissement de vide dans la canalisation. On transporte ainsi des masses liquides. Durant une première phase, les masses liquides partent de la source (1), passent par la première soupape (3), et pénètrent dans la canalisation (2, 21, 22) à la faveur du vide établi. Dans une seconde phase, le transport se poursuit à travers la canalisation, (2, 21,22), vers l'espace de réception. Pour régler automatiquement le cycle d'évacuation en fonction des masses liquides, on procède comme suit: dans la première phase, le flux de pression postérieur au passage d'une masse liquide, plus élevé que la dépression ayant permis d'établir le vide, est activé depuis le point (9) situé au-delà de la première soupape (3), en direction de la seconde soupape (4), pour la fermeture de ladite seconde soupape, ce qui a pour effet d'interrompre le flux à travers la première soupape; dans la seconde phase, une connexion sous vide est établie avec la seconde soupape (4) pour ouvrir celle-ci.
PCT/FI2002/000462 2001-06-21 2002-05-30 Systeme d'egout a vide WO2003000999A1 (fr)

Priority Applications (6)

Application Number Priority Date Filing Date Title
KR10-2003-7016615A KR20040020931A (ko) 2001-06-21 2002-05-30 진공하수시스템
AT02780838T ATE278847T1 (de) 2001-06-21 2002-05-30 Unterdruck-abwassersystem
DE60201536T DE60201536T2 (de) 2001-06-21 2002-05-30 Unterdruck-abwassersystem
JP2003507369A JP2004530819A (ja) 2001-06-21 2002-05-30 真空下水システム
EP02780838A EP1397566B1 (fr) 2001-06-21 2002-05-30 Systeme d'egout a vide
US10/478,651 US20040237183A1 (en) 2001-06-21 2002-05-30 Vacuum sewer system

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FI20011331 2001-06-21
FI20011331A FI110536B (fi) 2001-06-21 2001-06-21 Menetelmä jäteaineen kuljettamiseksi alipaineviemärijärjestelmässä

Publications (1)

Publication Number Publication Date
WO2003000999A1 true WO2003000999A1 (fr) 2003-01-03

Family

ID=8561471

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/FI2002/000462 WO2003000999A1 (fr) 2001-06-21 2002-05-30 Systeme d'egout a vide

Country Status (9)

Country Link
US (1) US20040237183A1 (fr)
EP (1) EP1397566B1 (fr)
JP (1) JP2004530819A (fr)
KR (1) KR20040020931A (fr)
CN (1) CN1518625A (fr)
AT (1) ATE278847T1 (fr)
DE (1) DE60201536T2 (fr)
FI (1) FI110536B (fr)
WO (1) WO2003000999A1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7770241B2 (en) 2006-03-31 2010-08-10 Evac International Oy Vacuum sewer system
WO2015040207A1 (fr) * 2013-09-20 2015-03-26 Evac Gmbh Toilettes sous vide pourvues d'une fermeture alternée de robinet-vanne à manchon déformable
US11391031B2 (en) 2016-04-19 2022-07-19 Evac Oy Method of controlling a vacuum waste system and a vacuum waste system

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FI117298B (fi) * 2005-01-25 2006-08-31 Evac Int Oy Alipaineviemärijärjestelmä
FI118231B (fi) * 2006-01-30 2007-08-31 Evac Int Oy Alipaineviemärijärjestelmä
CN100386126C (zh) * 2006-11-28 2008-05-07 湖北开元化工科技股份有限公司 排污器
FI125301B (fi) * 2006-12-21 2015-08-31 Evac Oy Alipaineviemärijärjestelmä ja menetelmä alipaineviemärin käyttämiseksi
CN100491659C (zh) * 2007-05-17 2009-05-27 董晓青 键控气压式冲水装置
JP5865611B2 (ja) * 2011-06-24 2016-02-17 東日本旅客鉄道株式会社 排水装置及び排水システム
KR101514930B1 (ko) * 2014-11-10 2015-04-24 주식회사 호두 안전성이 강화된 진공변기시스템용 자동배출장치
KR101672515B1 (ko) * 2016-05-24 2016-11-17 주식회사 호두 오수 배출용 진공 흡입 장치
EP3500377B1 (fr) * 2016-08-18 2020-04-29 Evac Oy Procédé et installation de manipulation de déchets médicaux collectés dans un réceptacle jetable pour déchets médicaux.
US10683652B1 (en) * 2017-01-25 2020-06-16 Mag Aerospace Industries, Llc Multiple rinse injections to reduce sound in vacuum toilets
KR102005320B1 (ko) * 2018-02-28 2019-07-30 화인정밀 주식회사 세척배출 밸브용 배출속도 조절장치
DE102018006919A1 (de) * 2018-08-31 2020-03-05 ACO Severin Ahlmann GmbH & Co Kommanditgesellschaft Vakuum-Abwasservorrichtung, Verfahren und elektronische Steuereinheit zur Steuerung einer Vakuum-Abwasservorrichtung

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0436357A1 (fr) * 1990-01-02 1991-07-10 Metra Oy AB Système d'assainissement sous vide pour eaux usées
EP0763633A1 (fr) * 1995-09-13 1997-03-19 Evac Ab Système d'égout à vide réglé par une membrane
EP1085134A2 (fr) * 1999-09-16 2001-03-21 Evac International Oy Appareil d'aération pour une conduite verticale dans un système d'évacuation à vide
US6216285B1 (en) * 1998-12-23 2001-04-17 Evac International Oy Waste transport arrangement

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FI77082C (fi) * 1987-04-06 1989-01-10 Waertsilae Oy Ab Vakuumavloppsanordning.
SE501960C2 (sv) * 1990-04-20 1995-06-26 Waertsilae Oy Ab Vakuumtoalettsystem med vakuumgenerator med väsentligen konstant drifttid
SE469832B (sv) * 1992-02-05 1993-09-27 Evac Ab Vakuumtoalettsystem med luktfilter
US5873135A (en) * 1994-12-16 1999-02-23 Evac Ab Air pressure driven vacuum sewer system

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0436357A1 (fr) * 1990-01-02 1991-07-10 Metra Oy AB Système d'assainissement sous vide pour eaux usées
EP0763633A1 (fr) * 1995-09-13 1997-03-19 Evac Ab Système d'égout à vide réglé par une membrane
US6216285B1 (en) * 1998-12-23 2001-04-17 Evac International Oy Waste transport arrangement
EP1085134A2 (fr) * 1999-09-16 2001-03-21 Evac International Oy Appareil d'aération pour une conduite verticale dans un système d'évacuation à vide

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7770241B2 (en) 2006-03-31 2010-08-10 Evac International Oy Vacuum sewer system
USRE45688E1 (en) 2006-03-31 2015-09-29 Evac Oy Vacuum sewer system
WO2015040207A1 (fr) * 2013-09-20 2015-03-26 Evac Gmbh Toilettes sous vide pourvues d'une fermeture alternée de robinet-vanne à manchon déformable
EA029824B1 (ru) * 2013-09-20 2018-05-31 Эфак Гмбх Вакуумный туалет с попеременным закрытием шланговых пережимных клапанов
US11391031B2 (en) 2016-04-19 2022-07-19 Evac Oy Method of controlling a vacuum waste system and a vacuum waste system

Also Published As

Publication number Publication date
FI110536B (fi) 2003-02-14
DE60201536T2 (de) 2005-01-27
FI20011331A0 (fi) 2001-06-21
DE60201536D1 (de) 2004-11-11
EP1397566A1 (fr) 2004-03-17
CN1518625A (zh) 2004-08-04
JP2004530819A (ja) 2004-10-07
EP1397566B1 (fr) 2004-10-06
KR20040020931A (ko) 2004-03-09
ATE278847T1 (de) 2004-10-15
FI20011331A (fi) 2002-12-22
US20040237183A1 (en) 2004-12-02

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